Identify 2 stations by heart attacks. Now on the surface
layer of BT had the piles lining intact (30cm long) and the
70cm long steel stubble after breaking BT pile. Reinforcing steel erection directly at the tridai nails. Spread reinforced main bearing design with distance (above the pile). Spread bearing reinforced parts designed by distance. Use a wire tie into the grid then erect the station's waiting reinforced. Reinforcement braces are combined into accordance with the design frame into erecting formwork positioned. Members used the beard Statistics steel reinforced concrete mounted force to ensure compliance distance abv.
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